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NOT USED <br />'� <br />USP LFTA6 W/ <br />(16) 8d COMMON NAILS 2x STUDS <br />USP LFTA6 W/ (16) 8d EACH END <br />COMMON NAILS, EACH FL3"7244 <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />USP SPTH4/SPTH6 BTM. j <br />WOIST LVL PLATE STRAPS W/ 10d x 1 <br />1/2"HDG NAILS FL#17239 <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />SCALE: 314"=1'-0" <br />8' CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />0 ;� <br />a�I <br />w F� <br />PER E VATION <br />(2) 2x4 P.T. W/ <br />MASONRY NAILS <br />12" O.C. <br />1X2 FIRE -STOP <br />I <br />#8 WOOD SCREWS <br />x 2" LONG C 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />3/4" AS SHOWN <br />1 <br />3/4" <br />SCREW PATTERN <br />EE <br />FRAMING SPLAN) <br />— <br />DBL 2X12 SYP #2 LEDGER. SEE <br />BOLT SCHEDULE, 10/S3.IA, <br />SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR <br />TO EXTERIOR WALL <br />SCALE: 3/4"=V-0" <br />G) <br />#8 WOOD SCREWS x 2" <br />LONG @ 3" O.C.; <br />STAGGERED <br />AS SHOWN <br />oil <br />BL. 2X8 SYP#2 LEDGER, <br />SEE BOLT SCHEDULE, <br />10I53'1A. <br />Ni <br />8" CMU WALL <br />REINF PER PLAN <br />314" <br />PER ELEVATION <br />LL <br />SCREW PATTERN <br />0x <br />0 Qa <br />P R ELEVATION m� <br />2x4 P.T. CEILING 24" FRAMINGIST(SEE <br />NAILER W/ <br />MASONRY NAILS <br />® 12" O.C. <br />IX2 FIRE -STOP <br />SECTION DETAIL <br />AT I -JOISTS PARALLEL <br />A TO EXTERIOR WALL <br />SCALE: B'4"=V-0" <br />NOT USED <br />5 <br />NOT USED <br />NOT USED <br />6 <br />7 <br />PRE -ENO GABLE TRUSS <br />20 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-0" O.C. <br />SHEATHING SEAMS) (BLOCKING <br />O PRE-PREWOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />NOT SHOWN FOR CLARITY) <br />TRUSS (TYP) 0 24" O.C. <br />MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />PERELE ION <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />PRE ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRU88 7O7OP PLATE <br />5/8" GYPSUM BOARD OR 12" HIGH <br />W/ 12" DIA. ANCHOR BOLT W/ 2' <br />A - USP MTW-12 U < 1195 LBS <br />STRENGTH CLG. BOARD <br />4x414x6 SYP N0.2 <br />WASHER SET IN HIGH <br />W/ (14)10d GALV. COMMON <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32" OC MAX. <br />B - (2)USP MTW-12 U < 2390 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />LBS WI (14) tOd GALV. <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />COMMON NAILS EA. <br />20 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC. POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />"0' <br />USP SPTH4 OR SPTH6 BTM <br />12" GYP. WL. BD. <br />AND TOP PLATE ANCHORS W/ZZ <br />10d x 1 12" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONS. 2x4 SECURED ( - EACH <br />FILL 10d x 3"L HOLES, DO NOT USE <br />WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSSMOOD POST CONNECTIONS <br />01T- <br />TRUSS TO BE INSTALLED ®10'-0" O.C. MAX. <br />LE <br />EPDXY 5-12' EMSED. MIN.0 16" <br />.t <br />10a 10b I Oi"i <br />OC MAX. <br />SCALE: 3I4"=1'-0' <br />GABLE END BRACING W/ PRE-ENG <br />r."GABLE <br />TRUSS @CMU WALL <br />`` <br />, TOPMCON,IEC1g4 <br />< < <br />USP MTW-12 U: 1195 LBS W/ (14) 10d GALV. COMMON NAILS. FL#17244 <br />• • . <br />B -USP HTW-20 U < 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 <br />C -USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W! (4) tOd GALV. <br />COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d <br />COMMON NAILS BACK, (1) US- A.T.R. TO PH04A AND (10) WS3 WOOD <br />TRUSS CONNECTION @ L.B.W. <br />SCREWS TO POST FL#17240/FL#172419 <br />PTo C,,�, <br />Ss <br />SCALE: 3/4"=V-0" <br />ABB - USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA, x 6" EXP, BOLT FL#17239 <br />USP PAU46 POST BASE <U:2,265 G:13,815 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 <br />C - USP HTT4 POST ON SLAB <U:4,465 W/ 518" A.B. WITH MIN. 7" EMBEDMENT TO SLAB <br />6 (20)16d x 2-1/2" NAILS TO POST. FL#17324 <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32780 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abd•eigngroup•com <br />L AA M: 0003325 <br />y <br />� <br />O <br />aeg� <br />A 081r'1' <br />PARK <br />LOT #8 <br />BLK #10 <br />rm0jZCT* <br />04181.000-08103 <br />MODZIa <br />3EFB <br />"2447— ROBIE" <br />GA %AGE BWMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I -JOIST) <br />60 MPH EXP. CJ <br />DA 12/02/ 99 <br />sCA&M i/4" = 1'-0" <br />B*MZT <br />S3.1B <br />